Effects of Varying Boundary Conditions on the Buried Pipelines

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Abstract:

In this paper, the FORM (first order reliability method) has been employed to estimate the probability of failure for the buried pipeline degraded by corrosion defects. The estimated results are used to assess the reliability of buried pipeline exposed to varying external and internal boundary conditions corresponding to a required target safety level. Furthermore, the effects of distribution types of random variables affecting the strength of buried pipelines on the probability of failure and the reliability of the buried pipeline are systematically investigated. The plant-engineers should be informed about the margin of safety level of existing pipelines corresponding to the target safety level to assess the integrity of the corroded pipeline under operation.

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Periodical:

Solid State Phenomena (Volume 110)

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183-192

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March 2006

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© 2006 Trans Tech Publications Ltd. All Rights Reserved

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[1] I. W. Bang, H. S. Kim, W. S. Kim, Y. C. Yang and K. W. Oh, Journal of the Korean Institute of Gas, Vol. 2, No. 2 (1998), p.18~25.

Google Scholar

[2] O. S. Lee and D. H. Kim, Key Engineering Materials, Vol. 270~270 (2004), p.1688~1693.

Google Scholar

[3] O. S. Lee, J. S. Pyun and D. H. Kim, International Journal of KSPE, Vol. 4, No. 6 (2003), p.12~19.

Google Scholar

[4] M. Ahammed, International Journal of Pressure Vessels and Piping, Vol. 75 (1998), p.321~329.

Google Scholar

[5] S. Mahadevan, and A. Haldar: Probability, Reliability and Statistical Method in Engineering Design (John Wiley & Sons, 2000).

Google Scholar

[6] A. Halder and S. Mahadevan: Reliability Assessment Using Stochastic Finite Element Analysis (John Wiley & Sons, 2000).

Google Scholar

[7] A. Muhammed, H. G. Pisarski and R. M. Sanderson: Calibration of Probability of Failure Estimation Made from Probabilistic Fracture Mechanics Analysis (HSE Books, 2002).

Google Scholar

[8] M. Ahammed and R. E. Melchers, Engineering Structures, Vol. 19, No. 12 (1997), p.988~994.

Google Scholar

[9] R. E. Melchers: Structural Reliability Analysis and Prediction (John Willey & Sons, 1987).

Google Scholar

[10] A. P. Moser: Buried Pipe Design (McGraw-Hill, 1990).

Google Scholar

[11] M. G. Spangler and R. L. Handy: Soil Engineering, 4th edition (Harper and Row, New York, 1982).

Google Scholar

[12] Y. Chen, Math. Compute Modeling, Vol. 21, No. 11 (1995), p.47�60.

Google Scholar

[13] R. Sadiq, B. Rajani and Y. Kleiner, Reliability Engineering and Systems Safety, Vol. 86 (2004), p.1~10.

Google Scholar

[14] Bomel Limited: Probabilistic methods : Uses and abuses in structural integrity (HSE, 2001).

Google Scholar